Probabilistic approach for modal identification using non-stationary noisey response measurements only.
This paper addresses the problem of identification of the modal parameters for a structural system using measured non-stationary response time histories only. A Bayesian time domain approach is presented which is based on an approximation of the probability distribution of the response to a non-stat...
| Gepubliceerd in: | Earthquake engineering & structural dynamics. 31, 4 (2002). |
|---|---|
| Hoofdauteur: | |
| Formaat: | Artikel |
| Taal: | English |
| Onderwerpen: |